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Artigo de periodico
Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants (2024)
Miguel, Leandro Fleck Fadel; Elias, Said; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: AMORTECEDORES, VIBRAÇÕES, ESTRUTURAS
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ABNT
MIGUEL, Leandro Fleck Fadel e ELIAS, Said e BECK, André Teófilo. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, v. 306, p. 1-13, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117861. Acesso em: 14 jun. 2024.
APA
Miguel, L. F. F., Elias, S., & Beck, A. T. (2024). Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, 306, 1-13. doi:10.1016/j.engstruct.2024.117861
NLM
Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
Vancouver
Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
Artigo de periodico
Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections (2024)
Araújo, D. L.; Borges, Vanessa Elizabeth dos Santos; Bernardes, Efraim Soares; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CISALHAMENTO, ESTRUTURAS
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ABNT
ARAÚJO, D. L. et al. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, v. 308, p. 1-19, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117953. Acesso em: 14 jun. 2024.
APA
Araújo, D. L., Borges, V. E. dos S., Bernardes, E. S., & El Debs, M. K. (2024). Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, 308, 1-19. doi:10.1016/j.engstruct.2024.117953
NLM
Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953
Vancouver
Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953
Artigo de periodico
Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes (2024)
Bosse, Rúbia Mara; Floréz-López, Julio; Gidráo. Gustavo M. S.; Rodrigues, Isabela Durci; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: MECÂNICA DO DANO, ESTRUTURAS DE CONCRETO ARMADO, ESTRUTURAS
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ABNT
BOSSE, Rúbia Mara et al. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes. Engineering Structures, v. 311, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.118115. Acesso em: 14 jun. 2024.
APA
Bosse, R. M., Floréz-López, J., Gidráo. Gustavo M. S.,, Rodrigues, I. D., & Beck, A. T. (2024). Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes. Engineering Structures, 311, 1-24. doi:10.1016/j.engstruct.2024.118115
NLM
Bosse RM, Floréz-López J, Gidráo. Gustavo M. S., Rodrigues ID, Beck AT. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes [Internet]. Engineering Structures. 2024 ; 311 1-24.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115
Vancouver
Bosse RM, Floréz-López J, Gidráo. Gustavo M. S., Rodrigues ID, Beck AT. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes [Internet]. Engineering Structures. 2024 ; 311 1-24.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115
Artigo de periodico
Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling (2024)
Fonseca, Johnata Cavalcanti; Paccola, Rodrigo Ribeiro ; Zanotto, Edgar Dutra ; Ferreira, Eduardo Bellini
Source: Acta Materialia. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
FONSECA, Johnata Cavalcanti et al. Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling. Acta Materialia, v. 274, p. 1-12, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.actamat.2024.120015. Acesso em: 14 jun. 2024.
APA
Fonseca, J. C., Paccola, R. R., Zanotto, E. D., & Ferreira, E. B. (2024). Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling. Acta Materialia, 274, 1-12. doi:10.1016/j.actamat.2024.120015
NLM
Fonseca JC, Paccola RR, Zanotto ED, Ferreira EB. Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling [Internet]. Acta Materialia. 2024 ; 274 1-12.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.actamat.2024.120015
Vancouver
Fonseca JC, Paccola RR, Zanotto ED, Ferreira EB. Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling [Internet]. Acta Materialia. 2024 ; 274 1-12.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.actamat.2024.120015
Artigo de periodico
Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates (2024)
Cunha, Rafael N; Amorim, David Leonardo Nascimento de Figueiredo; Proença, Sérgio Persival Baroncini ; Floréz-López, Julio
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO ARMADO, LAJES, MECÂNICA DO DANO, ESTRUTURAS
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ABNT
CUNHA, Rafael N et al. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates. Engineering Structures, v. 308, p. 1-16, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117993. Acesso em: 14 jun. 2024.
APA
Cunha, R. N., Amorim, D. L. N. de F., Proença, S. P. B., & Floréz-López, J. (2024). Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates. Engineering Structures, 308, 1-16. doi:10.1016/j.engstruct.2024.117993
NLM
Cunha RN, Amorim DLN de F, Proença SPB, Floréz-López J. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates [Internet]. Engineering Structures. 2024 ; 308 1-16.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993
Vancouver
Cunha RN, Amorim DLN de F, Proença SPB, Floréz-López J. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates [Internet]. Engineering Structures. 2024 ; 308 1-16.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993
Artigo de periodico
Cross laminated timber bonding quality for different brazilians species and pressing levels (2024)
Silva, João Vitor Felippe; Oliveira, Karina Aparecida de; Oliveira, Carolina Aparecida Barros; Silva, Maria Fernanda Felippe; Molina, Julio Cesar
Source: Maderas. Unidade: EESC
Subjects: MADEIRA, CISALHAMENTO, MADEIRA, MADEIRA, MADEIRA, ESTRUTURAS DE MADEIRA, LAMINADOS, ESTRUTURAS
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ABNT
SILVA, João Vitor Felippe et al. Cross laminated timber bonding quality for different brazilians species and pressing levels. Maderas, v. 26, n. 2, p. 1-12, 2024Tradução . . Disponível em: http://dx.doi.org/10.22320/s0718221x/2024.02. Acesso em: 14 jun. 2024.
APA
Silva, J. V. F., Oliveira, K. A. de, Oliveira, C. A. B., Silva, M. F. F., & Molina, J. C. (2024). Cross laminated timber bonding quality for different brazilians species and pressing levels. Maderas, 26( 2), 1-12. doi:10.22320/s0718221x/2024.02
NLM
Silva JVF, Oliveira KA de, Oliveira CAB, Silva MFF, Molina JC. Cross laminated timber bonding quality for different brazilians species and pressing levels [Internet]. Maderas. 2024 ; 26( 2): 1-12.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.22320/s0718221x/2024.02
Vancouver
Silva JVF, Oliveira KA de, Oliveira CAB, Silva MFF, Molina JC. Cross laminated timber bonding quality for different brazilians species and pressing levels [Internet]. Maderas. 2024 ; 26( 2): 1-12.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.22320/s0718221x/2024.02
Artigo de periodico
A comprehensive study of prestressed UHPFRC I-beams under cyclic loading (2024)
Gidrão, Gustavo de Miranda Saleme; Krahl, Pablo Augusto; Martins, Diego de Oliveira; Moraes, Francisco Rosa de; Bosse, Rúbia Mara; Carrazedo, Ricardo
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, DANO, VIGAS, ESTRUTURAS
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ABNT
GIDRÃO, Gustavo de Miranda Saleme et al. A comprehensive study of prestressed UHPFRC I-beams under cyclic loading. Engineering Structures, v. 304, p. 1-21, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117598. Acesso em: 14 jun. 2024.
APA
Gidrão, G. de M. S., Krahl, P. A., Martins, D. de O., Moraes, F. R. de, Bosse, R. M., & Carrazedo, R. (2024). A comprehensive study of prestressed UHPFRC I-beams under cyclic loading. Engineering Structures, 304, 1-21. doi:10.1016/j.engstruct.2024.117598
NLM
Gidrão G de MS, Krahl PA, Martins D de O, Moraes FR de, Bosse RM, Carrazedo R. A comprehensive study of prestressed UHPFRC I-beams under cyclic loading [Internet]. Engineering Structures. 2024 ; 304 1-21.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117598
Vancouver
Gidrão G de MS, Krahl PA, Martins D de O, Moraes FR de, Bosse RM, Carrazedo R. A comprehensive study of prestressed UHPFRC I-beams under cyclic loading [Internet]. Engineering Structures. 2024 ; 304 1-21.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117598
Artigo de periodico
Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations (2024)
Miguel, Leandro Fleck Fadel; Beck, André Teófilo
Source: Reliability Engineering and System Safety. Unidade: EESC
Subjects: DISSIPADORES DE ENERGIA, CICLO DE VIDA, ESTRUTURAS, ESTRUTURAS
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ABNT
MIGUEL, Leandro Fleck Fadel e BECK, André Teófilo. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations. Reliability Engineering and System Safety, v. 248, p. 1-11, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ress.2024.110172. Acesso em: 14 jun. 2024.
APA
Miguel, L. F. F., & Beck, A. T. (2024). Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations. Reliability Engineering and System Safety, 248, 1-11. doi:10.1016/j.ress.2024.110172
NLM
Miguel LFF, Beck AT. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations [Internet]. Reliability Engineering and System Safety. 2024 ; 248 1-11.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.ress.2024.110172
Vancouver
Miguel LFF, Beck AT. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations [Internet]. Reliability Engineering and System Safety. 2024 ; 248 1-11.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1016/j.ress.2024.110172
Artigo de periodico
A new formulation of cracking in concrete structures based on lumped damage mechanics (2023)
Teles, Daniel V. C; Cunha, Rafael N.; Picón, Ricardo A.; Amorim, David Leonardo Nascimento de Figueiredo; Yongtao, Bai; Proença, Sérgio Persival Baroncini ; Floréz-López, Julio
Source: Structural Engineering and Mechanics. Unidade: EESC
Subjects: MECÂNICA DO DANO, CONCRETO REFORÇADO COM FIBRAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
TELES, Daniel V. C et al. A new formulation of cracking in concrete structures based on lumped damage mechanics. Structural Engineering and Mechanics, v. 88, n. 5, p. 451-462, 2023Tradução . . Disponível em: https://dx.doi.org/10.12989/sem.2023.88.5.451. Acesso em: 14 jun. 2024.
APA
Teles, D. V. C., Cunha, R. N., Picón, R. A., Amorim, D. L. N. de F., Yongtao, B., Proença, S. P. B., & Floréz-López, J. (2023). A new formulation of cracking in concrete structures based on lumped damage mechanics. Structural Engineering and Mechanics, 88( 5), 451-462. doi:10.12989/sem.2023.88.5.451
NLM
Teles DVC, Cunha RN, Picón RA, Amorim DLN de F, Yongtao B, Proença SPB, Floréz-López J. A new formulation of cracking in concrete structures based on lumped damage mechanics [Internet]. Structural Engineering and Mechanics. 2023 ; 88( 5): 451-462.[citado 2024 jun. 14 ] Available from: https://dx.doi.org/10.12989/sem.2023.88.5.451
Vancouver
Teles DVC, Cunha RN, Picón RA, Amorim DLN de F, Yongtao B, Proença SPB, Floréz-López J. A new formulation of cracking in concrete structures based on lumped damage mechanics [Internet]. Structural Engineering and Mechanics. 2023 ; 88( 5): 451-462.[citado 2024 jun. 14 ] Available from: https://dx.doi.org/10.12989/sem.2023.88.5.451
Artigo de periodico
Fatigue life of concrete: experimental study on the influence of loading conditions and material strength (2023)
Félix, Emerson Felipe; Carrazedo, Rogério ; Possan, Edna
Source: Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción - ALCONPAT. Unidade: EESC
Subjects: CONCRETO, FADIGA DOS MATERIAIS, ESTRUTURAS
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ABNT
FÉLIX, Emerson Felipe e CARRAZEDO, Rogério e POSSAN, Edna. Fatigue life of concrete: experimental study on the influence of loading conditions and material strength. Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción - ALCONPAT, v. 12, n. Ja/Apr. 2023, p. 1-15, 2023Tradução . . Disponível em: https://doi.org/10.21041/ra.v12i1.562. Acesso em: 14 jun. 2024.
APA
Félix, E. F., Carrazedo, R., & Possan, E. (2023). Fatigue life of concrete: experimental study on the influence of loading conditions and material strength. Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción - ALCONPAT, 12( Ja/Apr. 2023), 1-15. doi:10.21041/ra.v12i1.562
NLM
Félix EF, Carrazedo R, Possan E. Fatigue life of concrete: experimental study on the influence of loading conditions and material strength [Internet]. Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción - ALCONPAT. 2023 ; 12( Ja/Apr. 2023): 1-15.[citado 2024 jun. 14 ] Available from: https://doi.org/10.21041/ra.v12i1.562
Vancouver
Félix EF, Carrazedo R, Possan E. Fatigue life of concrete: experimental study on the influence of loading conditions and material strength [Internet]. Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción - ALCONPAT. 2023 ; 12( Ja/Apr. 2023): 1-15.[citado 2024 jun. 14 ] Available from: https://doi.org/10.21041/ra.v12i1.562
Artigo de periodico
Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design (2023)
Almeida, João Paulo Boff ; Wolenski, Anderson Renato Vobornik ; Rodrigues, Edson Fernando Castanheira ; Araujo, Victor Almeida de ; Panzera, Túlio Hallak ; Campos, Cristiane Inácio de ; Molina, Julio Cesar; Christoforo, André Luis ; Lahr, Francisco Antonio Rocco
Source: Revista Árvore. Unidade: EESC
Subjects: CISALHAMENTO, MADEIRA, ESTRUTURAS
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ABNT
ALMEIDA, João Paulo Boff et al. Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design. Revista Árvore, v. 47, p. 1-10, 2023Tradução . . Disponível em: https://doi.org/10.1590/1806-908820230000008. Acesso em: 14 jun. 2024.
APA
Almeida, J. P. B., Wolenski, A. R. V., Rodrigues, E. F. C., Araujo, V. A. de, Panzera, T. H., Campos, C. I. de, et al. (2023). Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design. Revista Árvore, 47, 1-10. doi:10.1590/1806-908820230000008
NLM
Almeida JPB, Wolenski ARV, Rodrigues EFC, Araujo VA de, Panzera TH, Campos CI de, Molina JC, Christoforo AL, Lahr FAR. Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design [Internet]. Revista Árvore. 2023 ; 47 1-10.[citado 2024 jun. 14 ] Available from: https://doi.org/10.1590/1806-908820230000008
Vancouver
Almeida JPB, Wolenski ARV, Rodrigues EFC, Araujo VA de, Panzera TH, Campos CI de, Molina JC, Christoforo AL, Lahr FAR. Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design [Internet]. Revista Árvore. 2023 ; 47 1-10.[citado 2024 jun. 14 ] Available from: https://doi.org/10.1590/1806-908820230000008
Artigo de periodico
Analysis of finger-joints in glass fiber-reinforced polymer (GFRP) composite glued laminated timber beams (2023)
Segundinho, Pedro Gutemberg de Alcântara; Dias, Antônio Alves
Source: Wood Research. Unidade: EESC
Subjects: MATERIAIS COMPÓSITOS DE FIBRAS, VIGAS, MATERIAIS COMPÓSITOS POLIMÉRICOS, ESTRUTURAS
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ABNT
SEGUNDINHO, Pedro Gutemberg de Alcântara e DIAS, Antônio Alves. Analysis of finger-joints in glass fiber-reinforced polymer (GFRP) composite glued laminated timber beams. Wood Research, v. 68, n. 4, p. 666-679, 2023Tradução . . Disponível em: http://dx.doi.org/10.37763/wr.1336-4561/68.4.666679. Acesso em: 14 jun. 2024.
APA
Segundinho, P. G. de A., & Dias, A. A. (2023). Analysis of finger-joints in glass fiber-reinforced polymer (GFRP) composite glued laminated timber beams. Wood Research, 68( 4), 666-679. doi:10.37763/wr.1336-4561/68.4.666679
NLM
Segundinho PG de A, Dias AA. Analysis of finger-joints in glass fiber-reinforced polymer (GFRP) composite glued laminated timber beams [Internet]. Wood Research. 2023 ; 68( 4): 666-679.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.37763/wr.1336-4561/68.4.666679
Vancouver
Segundinho PG de A, Dias AA. Analysis of finger-joints in glass fiber-reinforced polymer (GFRP) composite glued laminated timber beams [Internet]. Wood Research. 2023 ; 68( 4): 666-679.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.37763/wr.1336-4561/68.4.666679
Artigo de periodico
A multiobjective optimization framework for strength and stress concentration in variable axial composite shells: a metaheuristic approach (2023)
Santana, Pedro Bührer; Gomes, Herbert Martins; Ferreira, António Mendes; Tita, Volnei
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MATERIAIS COMPÓSITOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
SANTANA, Pedro Bührer et al. A multiobjective optimization framework for strength and stress concentration in variable axial composite shells: a metaheuristic approach. Latin American Journal of Solids and Structures, v. 20, n. 6, p. 1-16, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78257577. Acesso em: 14 jun. 2024.
APA
Santana, P. B., Gomes, H. M., Ferreira, A. M., & Tita, V. (2023). A multiobjective optimization framework for strength and stress concentration in variable axial composite shells: a metaheuristic approach. Latin American Journal of Solids and Structures, 20( 6), 1-16. doi:10.1590/1679-78257577
NLM
Santana PB, Gomes HM, Ferreira AM, Tita V. A multiobjective optimization framework for strength and stress concentration in variable axial composite shells: a metaheuristic approach [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 6): 1-16.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1590/1679-78257577
Vancouver
Santana PB, Gomes HM, Ferreira AM, Tita V. A multiobjective optimization framework for strength and stress concentration in variable axial composite shells: a metaheuristic approach [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 6): 1-16.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1590/1679-78257577
Artigo de periodico
Aplicações do UHPC nas ligações de tabuleiros de pontes em concreto pré-moldado (2023)
Silva, Marcos Antonio do Rosario da; Sousa, Alex Micael Dantas de ; Neuberger, Ygor Moriel; Sanabria Díaz, Rafael Andrés; El Debs, Mounir Khalil
Source: Concreto & Construções. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, LAJES, CONCRETO DE ALTO DESEMPENHO, ESTRUTURAS
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ABNT
SILVA, Marcos Antonio do Rosario da et al. Aplicações do UHPC nas ligações de tabuleiros de pontes em concreto pré-moldado. Concreto & Construções, v. 112, p. 67-72, 2023Tradução . . Disponível em: http://dx.doi.org/10.4322/1809-7197.2023.112.0004. Acesso em: 14 jun. 2024.
APA
Silva, M. A. do R. da, Sousa, A. M. D. de, Neuberger, Y. M., Sanabria Díaz, R. A., & El Debs, M. K. (2023). Aplicações do UHPC nas ligações de tabuleiros de pontes em concreto pré-moldado. Concreto & Construções, 112, 67-72. doi:10.4322/1809-7197.2023.112.0004
NLM
Silva MA do R da, Sousa AMD de, Neuberger YM, Sanabria Díaz RA, El Debs MK. Aplicações do UHPC nas ligações de tabuleiros de pontes em concreto pré-moldado [Internet]. Concreto & Construções. 2023 ; 112 67-72.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.4322/1809-7197.2023.112.0004
Vancouver
Silva MA do R da, Sousa AMD de, Neuberger YM, Sanabria Díaz RA, El Debs MK. Aplicações do UHPC nas ligações de tabuleiros de pontes em concreto pré-moldado [Internet]. Concreto & Construções. 2023 ; 112 67-72.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.4322/1809-7197.2023.112.0004
Artigo de periodico
Direct strength method–based approach for strength prediction of pultruded GFRP angle columns (2023)
Diniz, Anne Caroline Monteiro ; Malite, Maximiliano ; Cardoso, Daniel C. T.
Source: Journal of Composites for Construction. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
DINIZ, Anne Caroline Monteiro e MALITE, Maximiliano e CARDOSO, Daniel C. T. Direct strength method–based approach for strength prediction of pultruded GFRP angle columns. Journal of Composites for Construction, v. 27, n. 3, p. 1-17, 2023Tradução . . Disponível em: https://doi.org/10.1061/JCCOF2.CCENG-4084. Acesso em: 14 jun. 2024.
APA
Diniz, A. C. M., Malite, M., & Cardoso, D. C. T. (2023). Direct strength method–based approach for strength prediction of pultruded GFRP angle columns. Journal of Composites for Construction, 27( 3), 1-17. doi:10.1061/JCCOF2.CCENG-4084
NLM
Diniz ACM, Malite M, Cardoso DCT. Direct strength method–based approach for strength prediction of pultruded GFRP angle columns [Internet]. Journal of Composites for Construction. 2023 ; 27( 3): 1-17.[citado 2024 jun. 14 ] Available from: https://doi.org/10.1061/JCCOF2.CCENG-4084
Vancouver
Diniz ACM, Malite M, Cardoso DCT. Direct strength method–based approach for strength prediction of pultruded GFRP angle columns [Internet]. Journal of Composites for Construction. 2023 ; 27( 3): 1-17.[citado 2024 jun. 14 ] Available from: https://doi.org/10.1061/JCCOF2.CCENG-4084
Artigo de periodico
Reliability-based design of reinforced concrete pipes to satisfy the TEBT (2023)
Sousa, Alex Micael Dantas de ; Prado, Lisiane Pereira; El Debs, Mounir Khalil
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: TUBOS, ESTRUTURAS DE CONCRETO ARMADO, SEGURANÇA ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de e PRADO, Lisiane Pereira e EL DEBS, Mounir Khalil. Reliability-based design of reinforced concrete pipes to satisfy the TEBT. Latin American Journal of Solids and Structures, v. 20, n. 7, p. 1-20, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78257510. Acesso em: 14 jun. 2024.
APA
Sousa, A. M. D. de, Prado, L. P., & El Debs, M. K. (2023). Reliability-based design of reinforced concrete pipes to satisfy the TEBT. Latin American Journal of Solids and Structures, 20( 7), 1-20. doi:10.1590/1679-78257510
NLM
Sousa AMD de, Prado LP, El Debs MK. Reliability-based design of reinforced concrete pipes to satisfy the TEBT [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 7): 1-20.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1590/1679-78257510
Vancouver
Sousa AMD de, Prado LP, El Debs MK. Reliability-based design of reinforced concrete pipes to satisfy the TEBT [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 7): 1-20.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.1590/1679-78257510
Artigo de periodico
Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm (2023)
Moraes, Matheus Henrique Morato de ; Fraga, Iuri Fazolin; Menezes, Isabella Silva ; Lahr, Francisco Antonio Rocco ; Panzera, Túlio Hallak ; Freire, Rodrigo Teixeira Santos; Dias, Alfredo Manuel Pereira Geraldes ; Santos, Herisson Ferreira dos; Faustino, Emerson; Pereira Junior, Wanderlei Malaquias; Christoforo, André Luis
Source: Buildings. Unidade: EESC
Subjects: TRELIÇAS, MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MORAES, Matheus Henrique Morato de et al. Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm. Buildings, v. 13, n. 8, p. 1-36, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13081946. Acesso em: 14 jun. 2024.
APA
Moraes, M. H. M. de, Fraga, I. F., Menezes, I. S., Lahr, F. A. R., Panzera, T. H., Freire, R. T. S., et al. (2023). Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm. Buildings, 13( 8), 1-36. doi:10.3390/buildings13081946
NLM
Moraes MHM de, Fraga IF, Menezes IS, Lahr FAR, Panzera TH, Freire RTS, Dias AMPG, Santos HF dos, Faustino E, Pereira Junior WM, Christoforo AL. Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm [Internet]. Buildings. 2023 ; 13( 8): 1-36.[citado 2024 jun. 14 ] Available from: https://doi.org/10.3390/buildings13081946
Vancouver
Moraes MHM de, Fraga IF, Menezes IS, Lahr FAR, Panzera TH, Freire RTS, Dias AMPG, Santos HF dos, Faustino E, Pereira Junior WM, Christoforo AL. Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm [Internet]. Buildings. 2023 ; 13( 8): 1-36.[citado 2024 jun. 14 ] Available from: https://doi.org/10.3390/buildings13081946
Artigo de periodico
Prediction of flexural stiffness of wooden beams with cross-sectional loss that are reinforced with screwed steel plate based on numerical simulation (2023)
Jardim, Pedro I. L. G.; Morales, Elen Aparecida Martines; Panzera, Túlio Hallak ; Mascarenhas, Fernando J. R.; Araujo, Victor A.; Santos, Herisson Ferreira dos; Faustino, Emerson; Almeida, Diego Henrique de; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis
Source: BioResources. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA, ELEMENTOS ESTRUTURAIS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
JARDIM, Pedro I. L. G. et al. Prediction of flexural stiffness of wooden beams with cross-sectional loss that are reinforced with screwed steel plate based on numerical simulation. BioResources, v. 18, n. 4, p. 7230-7238, 2023Tradução . . Disponível em: http://dx.doi.org/10.15376/biores.18.4.7230-7238. Acesso em: 14 jun. 2024.
APA
Jardim, P. I. L. G., Morales, E. A. M., Panzera, T. H., Mascarenhas, F. J. R., Araujo, V. A., Santos, H. F. dos, et al. (2023). Prediction of flexural stiffness of wooden beams with cross-sectional loss that are reinforced with screwed steel plate based on numerical simulation. BioResources, 18( 4), 7230-7238. doi:10.15376/biores.18.4.7230-7238
NLM
Jardim PILG, Morales EAM, Panzera TH, Mascarenhas FJR, Araujo VA, Santos HF dos, Faustino E, Almeida DH de, Lahr FAR, Christoforo AL. Prediction of flexural stiffness of wooden beams with cross-sectional loss that are reinforced with screwed steel plate based on numerical simulation [Internet]. BioResources. 2023 ; 18( 4): 7230-7238.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.15376/biores.18.4.7230-7238
Vancouver
Jardim PILG, Morales EAM, Panzera TH, Mascarenhas FJR, Araujo VA, Santos HF dos, Faustino E, Almeida DH de, Lahr FAR, Christoforo AL. Prediction of flexural stiffness of wooden beams with cross-sectional loss that are reinforced with screwed steel plate based on numerical simulation [Internet]. BioResources. 2023 ; 18( 4): 7230-7238.[citado 2024 jun. 14 ] Available from: http://dx.doi.org/10.15376/biores.18.4.7230-7238
Artigo de periodico
Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures (2023)
Batista, Mayara; Amorim, Arthur; Silva, Diogo Aparecido Lopes; Aquino, Vinicius Borges de Moura; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis
Source: Ciência Rural. Unidade: EESC
Subjects: MADEIRA, FLORESTAS, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BATISTA, Mayara et al. Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures. Ciência Rural, v. 53, n. 3, p. 1-7, 2023Tradução . . Disponível em: https://doi.org/10.1590/0103-8478cr20210289. Acesso em: 14 jun. 2024.
APA
Batista, M., Amorim, A., Silva, D. A. L., Aquino, V. B. de M., Lahr, F. A. R., & Christoforo, A. L. (2023). Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures. Ciência Rural, 53( 3), 1-7. doi:10.1590/0103-8478cr20210289
NLM
Batista M, Amorim A, Silva DAL, Aquino VB de M, Lahr FAR, Christoforo AL. Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures [Internet]. Ciência Rural. 2023 ; 53( 3): 1-7.[citado 2024 jun. 14 ] Available from: https://doi.org/10.1590/0103-8478cr20210289
Vancouver
Batista M, Amorim A, Silva DAL, Aquino VB de M, Lahr FAR, Christoforo AL. Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures [Internet]. Ciência Rural. 2023 ; 53( 3): 1-7.[citado 2024 jun. 14 ] Available from: https://doi.org/10.1590/0103-8478cr20210289
Artigo de periodico
Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties (2023)
Silva, Lucas Araújo Rodrigues da; Torii, André Jacomel; Beck, André Teófilo
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: TOPOLOGIA, ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Lucas Araújo Rodrigues da e TORII, André Jacomel e BECK, André Teófilo. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, v. 71, p. 1-19, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2022.103384. Acesso em: 14 jun. 2024.
APA
Silva, L. A. R. da, Torii, A. J., & Beck, A. T. (2023). Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, 71, 1-19. doi:10.1016/j.probengmech.2022.103384
NLM
Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2024 jun. 14 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384
Vancouver
Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2024 jun. 14 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384

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